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利用地基基础工程淤泥制备冷结型再生粗骨料
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作者 蔡志达 张建智 +2 位作者 李隆盛 龚东庆 张祖恩 《岩土工程学报》 EI CAS CSCD 北大核心 2010年第S2期619-622,共4页
台湾地区将营建剩余土石方区分为9大类,其中地基基础工程淤泥被归类为B6类营建剩余土石方,系一可再利用资源。基于资源可循环利用,本研究根据材料互制性,配合水泥化学,并导入复合材料的观念,采用冷结技术,开发以地基基础工程淤泥为母材(... 台湾地区将营建剩余土石方区分为9大类,其中地基基础工程淤泥被归类为B6类营建剩余土石方,系一可再利用资源。基于资源可循环利用,本研究根据材料互制性,配合水泥化学,并导入复合材料的观念,采用冷结技术,开发以地基基础工程淤泥为母材(Matrix)的再生粗骨料,期望提高地基基础工程淤泥之再利用率及经济价值。试验结果显示,利用地基基础工程淤泥所制备的再生粗骨料性质:烘干比重约1.83;面干内饱和比重约2.12;吸水率约15.5%;单位重约1215kg·m-3;空隙率约33.5%;筒压强度介于12~18MPa;其它性质亦符合ASTMC33之要求。因此利用地基基础工程淤泥及冷结技术所开发的再生骨料,不仅符合绿建材的精神,亦可降低生产烧结型再生骨料所消耗之能源与CO2排放对环境的冲击。 展开更多
关键词 营建剩余土石方 冷结技术 绿建材 CO2排放
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特种干粉砂浆
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作者 杨瑜 《新型建筑材料》 北大核心 2003年第1期62-62,共1页
关键词 干粉砂浆 上海绿建干粉建材有限公司 粘结剂 界面剂
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Discussion on green building materials
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作者 Hewen Hu 《International Journal of Technology Management》 2015年第3期120-123,共4页
With the continuous development of science and technology and constantly improve of the quality of life, most people are increasingly aware of the importance of the environment. According to the serious problem that r... With the continuous development of science and technology and constantly improve of the quality of life, most people are increasingly aware of the importance of the environment. According to the serious problem that resource consumption and environmental pollution caused by the traditional building materials, green building materials has been the support of the people. Because of its low consumption, less pollution, beneficial to human health, harmony with the environment and other excellent performance, the green building materials has a rapid development in recent years. This paper is based on the thinking of innovation, starting from the environment, energy saving point of view, analysis the advantages and shortcomings of green building materials, explore the developing trend and future of this new type of material. 展开更多
关键词 Green building materials ENVIRONMENTAL energy saving sustainable development
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环保双效无机水性内墙涂料
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作者 张雪芹 《新型建筑材料》 北大核心 2004年第10期5-5,共1页
关键词 杭州市绿博新型建材有限公司 无机水性内墙涂料 甲醛 检测
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Bond Behavior of Corroded Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Under Cyclic Loading
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作者 代晓东 王小惠 寇新建 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第3期271-277,共7页
Bond behavior of corroded reinforcement in concrete wrapped with carbon fiber reinforced polymer (CFRP) under cyclic loading is experimentally investigated. An electrolyte corrosion technique is used to accelerate the... Bond behavior of corroded reinforcement in concrete wrapped with carbon fiber reinforced polymer (CFRP) under cyclic loading is experimentally investigated. An electrolyte corrosion technique is used to accelerate the corrosion of the steel bar in cylindrical concrete specimens. Wrapped specimens are strengthened with one layer of CFRP after the reinforcements are corroded. The experimental parameters investigated include: corrosion level, CFRP wrapped and number of loading cycles. Test results indicate that bond strength and area of hysteretic curve of CFRP wrapped specimens are larger than those of the unwrapped specimens. With increasing the number of loading cycles, the bond strength and area of hysteretic curve decrease gradually, especially at the 1st cyclic loading. The CFRP wrapping reduces the bond degradation rate effectively and prevents the bond-splitting failure of the corroded concrete specimens. 展开更多
关键词 carbon fiber reinforced polymer (CFRP) BOND CORROSION cyclic loading hysteresis curve
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